Townhouses-LR001003 REPORT OF FIELD
1/ COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 10/03/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-77B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
1484 10/03/00 FG-2.3 5 12.5 108 14.5 104 96 1-A
1485 10/03/00 FG-2.5 5 12.5 108 13.0 107 99 1-A
1486 10/03/00 FG-2.7 5 12.5 108 13.3 107 99 1-A
1487 10/03/00 FG-2.8 5 12.5 108 12.8 108 100 1-A
1488 10/03/00 FG-3.0 5 12.5 108 13.0 105 97 1-A
1489 10/03/00 FG-3.0 5 12.5 108 13.8 104 96 1-A
1490 10/03/00 FG-3.0 5 12.5 108 13.3 105 97 1-A
TEST LOCATION:
1484 BLOCK B, PAD#17
1485 BLOCK B, PAD#18
1486 BLOCK B, PAD#19
1487 BLOCK B, PAD#20
1488 BLOCK B, PAD#21
1489 BLOCK B, PAD#22
1490 BLOCK B, PAD#23
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2. NATURAL SUBGR o.zn�
ADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 'K-, Su., ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST 'LP� I -,INC.
Geotechnicai Engineering 1 Construction Materials Testing I Environmental Engineering I Cons in,
REPORT OF FIELD
A COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 10/03/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-77A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1477 10/03/00 FG-2.2 5 12.5 108 14.3 _ 106 99 1-A
1478 10/03/00 FG-2.2 5 12.5 108 13.9 106 99 1-A
1479 10/03/00 FG-2.3 5 12.5 108 13.9 106 98 1-A
1480 10/03/00 FG-2.3 5 12.5 108 12.8 108 100 1-A
1481 10/03/00 FG-2.3 5 12.5 108 13.5 109 100 1-A
1482 10/03/00 FG-2.3 5 12.5 108 13.1 105 97 1-A
1483 10/03/00 FG-2.2 5 12.5 108 12.9 108 100 1-A
TEST LOCATION:
1477 BLOCK A,PAD#27
1478 BLOCK A, PAD#28
1479 BLOCK A, PAD#29
1480 BLOCK A, PAD#30
1481 BLOCK A, PAD#32
1482 BLOCK A, PAD#33
1483 BLOCK A, PAD#34
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS / /
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R . — Ily ,/ ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL 0" = T T G,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co -ulti
REPORT OF FIELD
116, • COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 10/03/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-77
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRYDENSRY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1470 10/03/00 FG-2.7 5 12.5 108 12.8 107 99 1-A
1471 10/03/00 FG-2.7 5 12.5 108 12.7 107 99 1-A
1472 • 10/03/00 FG-1.9 5 12.5 108 16.4 107 99 1-A
1473 • 10/03/00 FG-2.4 5 12.5 108 13.1 109 101 1-A
1474 10/03/00 FG-1.9 5 12.5 108 14.2 107 99 1-A
1475 10/03/00 FG-1.6 5 12.5 108 13.8 108 100 1-A
1476 10/03/00 FG-1.8 5 12.5 108 13.0 109 101 1-A
TEST LOCATION:
1470 BLOCK B, PAD#24
1471 BLOCK B,PAD#25
1472 BLOCK A, PAD#52
1473 BLOCK A, PAD#51
1474 BLOCK A, PAD#51
1475 BLOCK A, PAD#43
1476 BLOCK A, PAD#44
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS //
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS UIIv ' . Itt .
3. UME STABILIZED • C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL') •i E ING,I
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co u,ng